| contributor author | Özgür | |
| contributor author | Avşar | |
| contributor author | Gökhan | |
| contributor author | Özdemir | |
| date accessioned | 2017-05-08T21:35:22Z | |
| date available | 2017-05-08T21:35:22Z | |
| date copyright | March 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29be%2E1943-5592%2E0000342.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/56884 | |
| description abstract | This study concentrates on the efficiency of numerous ground motion intensity measures (IMs) to be used in estimating the response of seismic-isolated bridges (SIBs). Efficiency of commonly used IMs was investigated through their correlation with maximum isolator displacement (MID) obtained from nonlinear dynamic analyses. Two sets of ground motions (GMs), classified as ordinary and pulse-like, were used in nonlinear dynamic analyses of SIBs. In the analyses, varying isolation parameters, such as the isolation period, | |
| publisher | American Society of Civil Engineers | |
| title | Response of Seismic-Isolated Bridges in Relation to Intensity Measures of Ordinary and Pulselike Ground Motions | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 3 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)BE.1943-5592.0000340 | |
| tree | Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 003 | |
| contenttype | Fulltext | |